A　shaking　table　model　test　was　carried　out　to　study　the　failure　mechanism　of　an　anti-dip　rock　slope　with　complex　structural　planes.　The　effect　of　the　input　seismic　wave　frequency,　types　and　structural　plane　on　the　slope＇s　dynamic　response　were　considered.　The　test　results　show　that　the　input　seismic　wave　frequency　is　closer　to　the　slope＇s　natural　frequency,　the　acceleration　amplification　factor　is　greater.　The　amplification　effect　of　input　bedrock　seismic　waves　is　higher　than　that　of　soil　seismic　waves　for　rock　slopes.　The　existence　of　soft-hard　rock　interface　and　tectonic　fissures　inhibit　the　slope＇s　amplification　effect　on　seismic　waves,　and　the　inhibitory　effect　of　tectonic　fissures　is　higher　than　that　of　soft-hard　rock　interface.　Slope　displacement　increases　with　the　increase　of　input　wave　amplitude,　but　the　change　is　not　obvious　with　the　increase　of　frequency.　The　time　cumulative　effect　is　more　obvious　under　high　amplitude　input　seismic　wave　for　the　slope＇s　displacement.　The　slope　deformation　and　instability　mode　can　be　called　＇bending-shear　slip　instability＇.　The　results　of　this　paper　are　meaningful　for　the　further　understanding　the　dynamic　failure　mode　of　anti-dip　rock　slope　with　complex　structural　planes.